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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />2x6 / 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER <br />(2) 2., HEADER TO SIT <br />CONNECTION i <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />V <br />EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />"OUBLE 2x TOP <br />PLATE <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />V14 <br />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. S4 <br />12 <br />`TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW .� <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />�— SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />(3) 10d TOENAILS T&B <br />AS REQ'D <br />—2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 10d NAIL <br />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION - <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT q <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW g <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />• • <br />. �. • • <br />.. •. • <br />iI'm <br />■mill <br />MEN <br />dill <br />MINE <br />■EIII <br />lii■■ <br />Milli <br />IIIL� <br />■EIII <br />IIIN■ <br />MIMI <br />IlII� <br />■■i <br />IIINN <br />d <br />ill <br />Ilil100 <br />NOTES: <br />iO FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />G <br />S4 <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ \GARAGE DOOR TRACK <br />SCALE: N.T.S. a <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />EXTERIOR <br />WALL <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. S4 <br />2x CRIPPLES @ -� <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 / 6 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -_Ct <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />a <br />iARAGE <br />OOR <br />uvvn i nn�,r� <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />HEADER SUPPORT <br />NO, OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9' <br />(2) <br />1 (3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl0" OR <br />GREATER HEADER <br />) <br />(2) 2x HEADER SEE PLAN <br />10d x 1 1/2" AT EA( <br />STUD (USE SP6 FOR <br />INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />. EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />O/C TYP. <br />12d TOENAILS <br />DOUBLE 2x • OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 { SIMPSON HTT4 TYP. <br />Op OR U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />SIMPSON <br />SP4 <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER �j <br />RESISTIVE BARRIERi % I <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />\�J <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />O/C FIELD <br />,,55::�:_ -BLOCKING (T ) <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />SIMPSON <br />SP2 -1 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />14 F'+� <br />RECESS <br />LINTEL <br />SCALE: N.T.S. <br />- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />. QB,, SPLICE STAGGERED <br />hj�4. <br />ATTACH ALL -' <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO YOP PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LEIS <br />SIMPSON I C i <br />L <br />P.T. <br />ATE <br />�nv�raviv ar4 <br />SP2 <br />SIMPSON <br />10c <br />ST <br />J <br />M, <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />d <br />a . <br />a 2X8 P.T. BOTTOM P ATE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />I ICI 4 iq <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON ! <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />FBLOCKING <br />RUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />w <br />U <br />a <br />2x TOP PLATE V2-16d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />P.A.F- NAILS OR <br />2x P.T. PLATE <br />FPROVIDE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL j <br />SCALE: N.T.S. S4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />4GGERED <br />3OLTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />5/8"00" "J" BOLT @ 24" O.C. MAX. B <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />a <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />" ".. <br />5/8 x10 J. BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />3 (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t&NUT <br />'OXIED A.T.R. <br />t&NUT <br />DXIED A.T.R. <br />t & NUT <br />ROOF TRUSS ABOVE <br />I- 2X BLOCKING <br />0 <br />tt <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />oN N o BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES orE SHEATHING <br />& 8" O/C FIELD <br />S4 B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />11- <br />4" <br />I <br />NO <br />�i <br />:ram <br />N <br />y' � <br />rid OO�iA 117 <br />� <br />ao <br />�� <br />,• <br />LO <br />00 <br />` <br />9 <br />«O <br />+ r n ,°;t <br />z <br />W <br />0 <br />w <br />z <br />Q <br />to <br />Q) LO E <br />> 0 o <br />W L 00 � <br />a) <br />C-)N <br />(n <br />V -n co m M <br />Q) E . 22. <br />2 o8 <br />} a <br />M •— 0 W Q <br />�a� <br />-t <br />•0 <br />U W Q! �n <br />W <br />L O Ec" rn <br />O <br />a <br />a <br />W <br />ow (6 W°� <br />=�olWA)U_00U <br />z0 <br />O <br />Q H <br />J(n So <br />a§m—tgzI­ R— <br />J <br />U' 0 <br />co O <br />O <br />z <br />(naa>ZYOZzUL <br />Q0 W °�H�-2LU <br />0 a <br />< <br />°Q o =O o<z <br />i# <br />O <br />z <br />W <br />0 F. <br />14 <br />U) 5 <br />(0 C) <br />pI. <br />z <br />Mo <br />Q � CO � <br />LL <br />U) <br />ti <br />o- M <br />ft a- M ao <br />Z 0 <br />WC) <br />W <br />mCID <br />I <br />1 <br />! <br />� <br />I <br />0 <br />0 <br />0 <br />04 <br />o <br />0 <br />0 <br />M <br />r <br />C)co <br />CD <br />0 <br />0 <br />! <br />! <br />' <br />z <br />0 <br />U) <br />wo <br />0 <br />0 <br />I <br />I <br />> <br />N <br />C6 <br />M' <br />CO <br />>. <br />Z <br />U) <br />z <br />aZ <br />C)Zw <br />M <br />-1-0 <br />0 <br />w <br />_ <br />0 0 0 <br />U <br />U U) <br />LO <br />0 <br />=j <br />0 �y <br />z <br />air <br />= <br />wLn =Q <br />~~0 <br />n� <br />znm <br />. <br />�' <br />Q�Z) <br />2 3: <br />0 <br />Q <br />z <br />JWO <br />LL <br />Z <br />az <br />z <br />LO <br />x2 <br />U <br />J <br />Q <br />IZ <br />_0 <br />m <br />Z <br />z <br />z <br />W <br />W <br />J <br />N <br />O <br />0 <br />LAST PLOT DATE <br />Z <br />0 <br />STRUCTURAL <br />DETAILS <br />